Summary for Test 2023-07-19-50-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 993629 DEA: 112N0874 EFIS: 1119000220 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5,15,76,78-Var |
| Award Date | 05/27/2022 |
| Closeout Date | 02/27/2024 |
| Work Description | PPLY METHACRYLATE, PLACE POLYESTER CONCRETE OVERLAY Apply Methacrylate on bridge deck |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/21/2022) |
Sample Information
| Sample Taken Date | 07/19/2023 | Sample Unique Key | 50 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/20/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA |
| The quantity of what the sample constitutes | 8 boxes 3 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jesse | Last name of sampler or witnessed by | Fuentes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Otay | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320819 Otay Val | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2023-07-19-50
DIME Test ID: 2023-07-19-50-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2023-09-01
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 08/18/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7477.1 grams
Mass of oven-dry sample in air for Sample 1: 1574.6 grams
Mass of container filled with the sample and water for Sample 1: 8424.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.509
Theoretical maximum density at 25°C (77°F): 156.2 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2023 ✔